The primary challenge in any precast structure is its connection between the various elements, mainly the shear wall–slab joint during earthquake. The objective of this study is to predict the shear capacity of the dowel connection under reverse cyclic loading by experimental testing. The study also aims to develop the 3D numerical model for dowel connection between precast shear wall–slab using the finite-element analysis. The performance of the precast dowel connection was measured concerning the failure mode, hysteresis behaviour, ultimate strength, moment carrying capacity, and the ductility factor. The ultimate strength of this dowel connection was 11.17 kN and 11.03 kN in the push and pull direction of loading, respectively. The experimental study was validated with the numerical results and the difference in outcome was found to be only 5%. The model developed was used for the estimation of shear capacity of the connection region. The shear stress developed in the joint region was also found to be within the limit prescribed by various codes.
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This research work was supported by the Council of Scientific & Industrial Research (CSIR), New Delhi, India. The authors are thankful to the funding agency for their support.
The financial assistance was provided by the Council of Scientific and Industrial Research (CSIR)-SRF to the author Ms. S. Arthi. CSIR Award Letter Number: 09/468/0494/2016 EMR-I dated 30/3/17.
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Arthi, S., Jaya, K.P. Experimental study on shear behaviour of precast shear wall–slab dowel connection. Asian J Civ Eng (2020). https://doi.org/10.1007/s42107-020-00229-z
- Precast dowel connection
- Reverse cyclic loading
- Load–displacement curve